On the Influence of Multiple Episodes of Cyclic Loading and Reconsolidation on the Behavior of Monopiles Embedded in Fine-Grained Soils
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Publisher
Springer International Publishing
Link
https://link.springer.com/content/pdf/10.1007/978-3-031-12851-6_12
Reference8 articles.
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2. Lai, Y., Wang, L., Hong, Y., He, B.: Centrifuge modeling of the cyclic lateral behavior of large-diameter monopiles in soft clay: effects of episodic cycling and reconsolidation. Ocean Eng. 200, 107048 (2020)
3. Machaček, J., Staubach, P., Tafili, M., Zachert, H., Wichtmann, T.: Investigation of three sophisticated constitutive soil models: from numerical formulations to element tests and the analysis of vibratory pile driving tests. Comput. Geotech. 138, 104276 (2021)
4. Mašín, D.: Clay Hypoplasticity model including stiffness anisotropy. Géotechnique 64(3), 232–238 (2014)
5. Niemunis, A., Herle, I.: Hypoplastic model for cohesionless soils with elastic strain range. Mech. Cohes. Frict. Mater. 2(4), 279–299 (1997)
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